Water Supply and Pollution ControlSuitable for university undergraduate courses but also serves as a useful reference book for graduate students and practicing engineers. |
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Page 286
... municipal plant relieves the industry of waste treatment , and the municipality accepts the responsibility for its disposal . Joint treatment of industrial wastes with domestic waste water has several advantages . A municipality can ...
... municipal plant relieves the industry of waste treatment , and the municipality accepts the responsibility for its disposal . Joint treatment of industrial wastes with domestic waste water has several advantages . A municipality can ...
Page 288
... municipal plant . Neutralization of alkaline and acid waste streams , stabilization of BOD , and settling of heavy metals are some objectives of equalization . Textile mill wastes discharged to a municipal plant must be equalized to ...
... municipal plant . Neutralization of alkaline and acid waste streams , stabilization of BOD , and settling of heavy metals are some objectives of equalization . Textile mill wastes discharged to a municipal plant must be equalized to ...
Page 291
... municipal water supply but , during water use , numerous substances are added - common salt ( sodium chloride ) and other dissolved solids . Phosphates , which occur in low concentrations in most natural waters , are increased during ...
... municipal water supply but , during water use , numerous substances are added - common salt ( sodium chloride ) and other dissolved solids . Phosphates , which occur in low concentrations in most natural waters , are increased during ...
Contents
Introduction | 1 |
Environmental Quality | 8 |
Development of Water Supplies | 43 |
Copyright | |
13 other sections not shown
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Common terms and phrases
activated addition aeration amount applied average bacteria basin biological capacity carbon chemical chlorine coagulation combined computed concentration considered containing cost curve demand depends depth determined digestion discharge disposal distribution effective efficiency effluent energy Engineering equal estimated example excess factors filter flow given groundwater growth head hydraulic increase indicated industrial less limited loading loss material maximum method mixing municipal natural normally operation organic oxidation oxygen particles percent period pipe plant pollution population practice present primary problem produced Public pumping range reduced removal reservoir result river sand sedimentation settling sewer shown sludge solids solution standard storage stream supply surface Table tank temperature tion treated treatment unit usually various volume waste water waste-water water supply